Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/110051
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorSun, Zen_US
dc.creatorChen, Wen_US
dc.creatorZhao, Ren_US
dc.creatorMalik, Nen_US
dc.creatorYin, Jen_US
dc.creatorChen, Yen_US
dc.date.accessioned2024-11-20T07:31:04Z-
dc.date.available2024-11-20T07:31:04Z-
dc.identifier.issn1674-7755en_US
dc.identifier.urihttp://hdl.handle.net/10397/110051-
dc.language.isoenen_US
dc.publisher科学出版社 (Kexue Chubanshe,Science Press)en_US
dc.rights© 2024 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Published by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).en_US
dc.rightsThe following publication Sun, Z., Chen, W., Zhao, R., Malik, N., Yin, J., & Chen, Y. (2024). Investigation on solidified/stabilized behavior of marine soil slurry by lime-activated incinerated sewage sludge ash-ground granulated blast furnace slag under multifactor conditions. Journal of Rock Mechanics and Geotechnical Engineering, 16(12), 5264-5277 is available at https://doi.org/10.1016/j.jrmge.2024.02.037.en_US
dc.subjectEngineering strengthen_US
dc.subjectEnvironmental risk assessmenten_US
dc.subjectHong Kong marine depositsen_US
dc.subjectPhysicochemical propertyen_US
dc.subjectStabilization/solidificationen_US
dc.titleInvestigation on solidified/stabilized behavior of marine soil slurry by lime-activated incinerated sewage sludge ash-ground granulated blast furnace slag under multifactor conditionsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage5264en_US
dc.identifier.epage5277en_US
dc.identifier.volume16en_US
dc.identifier.issue12en_US
dc.identifier.doi10.1016/j.jrmge.2024.02.037en_US
dcterms.abstractThis study aims to evaluate the possibility of reusing treated marine clayey soils by stabilization/solidification (S/S) technology as geomaterial in reclamation projects from the aspects of engineering strength, chemical modification and environmental risk assessment. The lime-activated incinerated sewage sludge ash (ISSA) together with ground granulated blast furnace slag (GGBS) was employed as the binder. The multi-controlling factors including water content, curing time, salinity, and chemical compositions of mixing solution were taken account to identify the S/S treated Hong Kong marine deposit (HKMD) slurry based on the strength tests, pH measurement, thermo-gravimetric (TG) analysis, X-ray diffractometer (XRD), Fourier transform infrared spectroscopy (FTIR), scanning electron microscopy coupled with energy-dispersive spectrometry (SEM-EDS) and toxicity characteristic leaching procedure (TCLP) tests, etc. The results show that the S/S treatment using lime-activated ISSA-GGBS can effectively enhance the strength of marine soil at initial water content of 110% and 200%. The water content and curing time have a significant impact on the S/S treated HKMD. The pH of treated soils is higher than 11.1, which proves an alkaline environment for the reactions in the treated soil. A special case is the treated HKMD at 200% water content hydrated by MgCl2 solution, which has a low pH of 10.23 and maintains a slurry state. Based on the TCLP results, the leaching concentration of heavy metals from S/S treated HKMD is environmentally safe and meets Hong Kong standard for reusing treated soil with a low level of <0.2 mg/L. The content of main products such as calcium/magnesium silicate hydrate, ettringite or Friedel's salt depends on the chemical additions (e.g. distilled water, seawater, NaCl and Na2SO4). The products in the specimens mixed with MgCl2 solutions are mainly composed of Mg(OH)2, M-S-H and MgCO3, which is distinct with the neoformations in the other cases. Therefore, this study proves that the S/S treated soil slurry could be reused as geomaterials in reclamation projects, and the S/S process is greatly affected by water content, curing time and solution compositions, etc.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of rock mechanics and geotechnical engineering, Dec. 2024, v. 16, no. 12, p. 5264-5277en_US
dcterms.isPartOfJournal of rock mechanics and geotechnical engineeringen_US
dcterms.issued2024-12-
dc.identifier.scopus2-s2.0-85196400847-
dc.identifier.eissn2589-0417en_US
dc.description.validate202411 bcchen_US
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_Scopus/WOS-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextNational Natural Science Foundation of China; Research Centre for Resources Engineering towards Carbon Neutrality of Hong Kong Polytechnic University; Shenzhen Universityen_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryCCen_US
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